Design and Fabrication of a Piezoelectric Sensor for Weighing in Motion

2011 ◽  
Vol 483 ◽  
pp. 154-157 ◽  
Author(s):  
Li Bo Zhao ◽  
Jian Qiang Liang ◽  
Yu Long Zhao ◽  
Jian Zhu Wang ◽  
Wei Chen ◽  
...  
Keyword(s):  
Rise Time ◽  
Quartz Crystal ◽  
Piezoelectric Effect ◽  
Dynamic Test ◽  
Piezoelectric Sensor ◽  
Experimental Results ◽  
Step Response ◽  
Load Carrying ◽  
Length Direction ◽  
The Cost

Based on piezoelectric effect of quartz crystal, a piezoelectric sensor with the range of 150 kN has been developed for weighing in motion (WIM).The sensor consists of the sensitive elements and load-carrying beam. In order to decrease the cost and difficulty of processing of the load-carrying beam, separate structure of the load-carrying beam is designed with series bolts. Moreover, the preload on the sensitive elements can be adjust by the bolts, thus the sensitivity of the sensor also can be adjust and calibrated conveniently. The experimental results show the sensitivity of the sensor is about 1.32 PC/N, and the non-compliance of output along the length direction is less than 3.75%. The dynamic test shows the rise time of the step response is less than 0.1 ms that meet the requirement of WIM.

Analysis and Research of Piezoelectric Dynamic Weighing Sensor

2011 ◽  
Vol 483 ◽  
pp. 643-646 ◽  
Author(s):  
Li Bo Zhao ◽  
Jian Qiang Liang ◽  
Yu Long Zhao ◽  
Jian Zhu Wang ◽  
Wei Chen ◽  
...  
Keyword(s):  
Wall Thickness ◽  
Quartz Crystal ◽  
Piezoelectric Effect ◽  
Fem Simulation ◽  
Ansys Software ◽  
Critical Dimensions ◽  
Load Carrying ◽  
Piezoelectric Coupling ◽  
Influence Curve ◽  
Dynamic Weighing

The Kistler company has invented piezoelectric dynamic weighing sensors which are applied to determine dynamically axle load, speed and gross weight of the vehicle based on piezoelectric effect of quartz crystal. They mainly consist of load-carrying beams and sensitive elements. Focusing on the control of preload in design and fabrication, finite element method (FEM) is applied with ANSYS software to optimize structural sizes. The influence curve of the structural dimensions of load-carrying beam on the preload is analyzed. With the piezoelectric coupling analysis function, the preload influence on the sensor sensitivity is researched. FEM simulation results show that the critical dimensions of load-carrying beam as well as the deformation and wall thickness of cavity have significant impact on the preload. Further studies show that the sensor has the highest sensitivity with the reasonable deformation and wall thickness of the cavity. In this paper, a sensor with range of 150 kN has the highest sensitivity at the wall thickness of 2 mm and the deformation of 0.14 mm.

A Fast Response Surface Thermocouple

1974 ◽  
Vol 16 (3) ◽  
pp. 174-177 ◽  
Author(s):  
I. S. Donaldson ◽  
R. A. Haslett
Keyword(s):  
Response Surface ◽  
Rise Time ◽  
Fast Response ◽  
Experimental Results ◽  
Fabrication Technique ◽  
Surface Thermocouple

A fabrication technique is described for a cheap, robust surface thermocouple having a rise time of the order of 5 μs. Experimental results using the thermocouple are also presented.

EXPERIMENTAL INVESTIGATION OF CFRP STRENGTHENED I-SHAPED COLD FORMED STEEL BEAMS

2017 ◽  
Vol 79 (5) ◽  
Author(s):  
Nahushananda Chakravarthy ◽  
Sivakumar Naganathan ◽  
Jonathan Tan Hsien Aun ◽  
Sreedhar Kalavagunta ◽  
Kamal Nasharuddin Mustapha ◽  
...  
Keyword(s):  
Carrying Capacity ◽  
Experimental Results ◽  
Steel Beams ◽  
Load Carrying Capacity ◽  
Load Carrying ◽  
Length Width ◽  
Cold Formed Steel ◽  
Formed Channel ◽  
Hot Rolled ◽  
Hot Rolled Steel

Cold formed steel differ from hot rolled steel by its lesser thickness and weight. The cold formed steel applicable in roof purlin, pipe racks and wall panels etc. Due its lesser wall thickness the cold formed steel member subjected to buckling. The enhancement of load carrying capacity of the cold formed steel member can be achieved by external strengthening of CFRP. In this study cold formed channel members connected back to back to form I shaped cross section using screws. These built up beam members were 300mm, 400mm and 500mm in length with 100mm screw spacing and edge distance of 50mm were chosen for testing. CFRP fabric cut according to length, width of built up beams and wrapped outer surface of beam using epoxy resin. Experiments were carried out in two sets firstly plain built up beams and secondly CFRP wrapped beams. The test results shows that increased load carrying capacity and reduction in deflection due to CFRP strengthening. Experimental results were compared with AISI standards which are in good agreement. Experimental results shows that CFRP strengthening is economic and reliable.

scholarly journals EFFECT OF IMPACT LOAD ON THE PERFORMANCE OF CONCRETE SLABS REINFORCED BY CFRP BARS

2021 ◽  
Vol 25 (01) ◽  
pp. 68-79
Author(s):  
Hind T. Khamies ◽  
◽  
Mu’taz K. Medhlom ◽  
Keyword(s):  
Impact Load ◽  
High Strength ◽  
Shear Capacity ◽  
Experimental Results ◽  
Slab Thickness ◽  
Empirical Formulas ◽  
Steel Bars ◽  
Rc Slabs ◽  
The Cost ◽  
Frp Bars

Using FRP bars in the concrete structures under harsh environment produces extension of those service life and dropping of the cost of their lifecycle. This study investigated the influence of slab thickness, material of rebar, arrangement of reinforcement and mass’s dropped on the dynamic behavior of RC slabs by using laboratory experiments. Seven specimens 1550×1550 mm dimension with two thickness 120 and 150mm, single control specimen reinforced with steel bars and six specimens reinforced by CFRP bars were experimentally investigated under sequential dropping-weight ranged from 50 to 150kg, it was a rigid steel projectile, used to apply impacting load. 2.5m was the height of dropping. For estimated penetration depth, three empirical formulas have been used, ACE formulae was preferable predictor than other formulas. Different codes were used to calculation punching shear capacity and critical velocity of perforation and compared the experimental results with these codes. The experimental results showed that the shear properties of slabs have a significant effect in their general behavior. And preferable performance in FRP slabs than slabs reinforced with steel can be achieved which considering high strength and corrosion resistance of this material, which makes it a suitable choice for reinforcing materials.

Eco-Friendly Composites Based on Bitter Tea Oil Meal and Polylactic Acid

2021 ◽  
Vol 889 ◽  
pp. 21-26
Author(s):  
Yeng Fong Shih ◽  
Jia Yi Xu ◽  
Nian Yi Wu ◽  
Yu Ting Chiu ◽  
Hui Ming Yu ◽  
...  
Keyword(s):  
Tensile Strength ◽  
Maleic Anhydride ◽  
Impact Strength ◽  
Polylactic Acid ◽  
Food Industry ◽  
Impact Resistance ◽  
Experimental Results ◽  
Polybutylene Succinate ◽  
The Cost

Bitter tea oil meal (BTOM) is the main waste from the production of bitter tea oil which is squeezed from bitter tea seeds. The purpose of this study is to reuse the BTOM as an additive of the polylactic acid (PLA) to prepare eco-friendly composites. The effects of the addition of BTOM and maleic anhydride grafted polybutylene succinate (MAPBS) on the properties of PLA were investigated. The addition of MAPBS is mainly to increase the toughness of the PLA, and to increase the compatibility between BTOM and PLA. The experimental results show that the compatibility of PLA and BTOM and impact resistance of the composites can be improved by addition of MAPBS. The composite with 5% BTOM and 8% MAPBS exhibited the best tensile strength. In addition, the composite with 5% BTOM and 5% MAPBS has the best impact strength. It was found that the addition of BTOM and MAPBS can promote the crystallization of PLA. Moreover, the addition of BTOM not only can reduce the usage of PLA and the cost of the materials, but also reuse and reduce the waste from food industry.

Economy Based Resource Allocation in IaaS Cloud

2013 ◽  
Vol 3 (2) ◽  
pp. 1-11 ◽  
Author(s):  
Hemant Kumar Mehta ◽  
Eshan Gupta
Keyword(s):  
Resource Allocation ◽  
Open Source ◽  
Service Provider ◽  
Lower Cost ◽  
Optimization Techniques ◽  
Considerable Extent ◽  
Experimental Results ◽  
Computing Power ◽  
Power Storage ◽  
The Cost

Infrastructure as a Service (IaaS) offers hardware resources (computing power, storage and network) as a service to its customers. The customers order these resources in the form of a lease. Aim of any service provider is to make a leasing plan to maximize the number of accepted leases. Opennebula is popular open source toolkit for building IaaS cloud. Opennebula has its own lease manager and it can also be integrated with Haizea which is an open source lease manager. An economy based algorithm should focus on incentives of both the consumers and the providers. In this paper, an economy based leasing algorithm is developed and integrated with Haizea. This economy based algorithm takes care of incentives of both the parties i.e. customer and service provider. It uses the concept of optimization techniques to optimize the costs. The incentive for customers is lower cost of execution of its lease on the capable node as compare to existing non-economy based algorithms. If an appropriate resource is not found, then the algorithm uses negotiation on budget and resource demand; that increases the number of accepted lease. Thus, incentive for providers is an increase in profit as the amount of accepted leases increase. Experimental results show that the proposed economy based leasing algorithm reduces the cost of execution of the consumer’s lease and increases the profit of the provider to a considerable extent.

Minimum Span Frequency Assignment Based on a Multiagent Evolutionary Algorithm

2011 ◽  
Vol 2 (3) ◽  
pp. 29-42
Author(s):  
Jing Liu ◽  
Jinshu Li ◽  
Weicai Zhong ◽  
Li Zhang ◽  
Ruochen Liu
Keyword(s):  
Evolutionary Algorithms ◽  
Evolutionary Algorithm ◽  
Frequency Spectrum ◽  
Multiagent Systems ◽  
Experimental Results ◽  
Frequency Assignment ◽  
Assignment Problems ◽  
The Cost ◽  
Very High

In frequency assignment problems (FAPs), separation of the frequencies assigned to the transmitters is necessary to avoid the interference. However, unnecessary separation causes an excess requirement of spectrum, the cost of which may be very high. Since FAPs are closely related to T-coloring problems (TCP), multiagent systems and evolutionary algorithms are combined to form a new algorithm for minimum span FAPs on the basis of the model of TCP, which is named as Multiagent Evolutionary Algorithm for Minimum Span FAPs (MAEA-MSFAPs). The objective of MAEA-MSFAPs is to minimize the frequency spectrum required for a given level of reception quality over the network. In MAEA-MSFAPs, all agents live in a latticelike environment. Making use of the designed behaviors, MAEA-MSFAPs realizes the ability of agents to sense and act on the environment in which they live. During the process of interacting with the environment and other agents, each agent increases the energy as much as possible so that MAEA-MSFAPs can find the optima. Experimental results on TCP with different sizes and Philadelphia benchmark for FAPs show that MAEA-MSFAPs have a good performance and outperform the compared methods.

Investigation on the Post-Ultimate Strength Behaviour of Sandwich Plate

2014 ◽  
Author(s):  
Wei Wang ◽  
Weijun Xu ◽  
Xiongliang Yao ◽  
Nana Yang
Keyword(s):  
Ultimate Strength ◽  
Carrying Capacity ◽  
Failure Modes ◽  
Sandwich Plate ◽  
Experimental Results ◽  
Sandwich Plates ◽  
Load Carrying Capacity ◽  
Load Carrying ◽  
Strength Behavior ◽  
Simulation Results

This paper focuses on the post-ultimate strength behavior of sandwich plates. With widely application of the laminate on the ship and offshore structures, the post-ultimate strength behavior is becoming more important for safety evaluation of structures. Since the post-ultimate strength behavior can reflect the collapse extent of sandwich plate when subjected to extreme loads. A sandwich plate was modeled by FEM, its load-displacement relationship was obtained and its collapse characteristics were analyzed. The load-displacement relationship indicates its post-ultimate strength behavior, which is shown as that the load carrying capacity has a rapidly reduction when the ultimate strength is exceeded, and that the failure modes of the sandwich plate are determined by the parameter of individual layer. The simulation results were validated against experimental results. Conclusions are drawn: the displacement of sandwich plate under axial compression increased slowly before reaching the ultimate strength, once the ultimate strength was exceeded, the loads exerted on the structures sharply decreased with slowly increased displacement until the plate cracked. The simulation results have a good agreement with the experimental results. The mainly failure modes of sandwich plates can be interpreted as delamination between skin & core and core compression fracture, which are typical failure modes in engineering. The stiffness of sandwich structures decreased due to the interlaminar cracking or skin fracture, further the load carrying capacity decreased, which is of significance for guiding the design of sandwich structures.

Low-Cost Lightweight Thin Film Solar Concentrators

2014 ◽  
Author(s):  
Gani B. Ganapathi ◽  
Art Palisoc ◽  
Bill Nesmith ◽  
Gyula Greschik ◽  
Koorosh Gidanian ◽  
...  
Keyword(s):  
Technology Development ◽  
Deep Structure ◽  
Low Cost ◽  
Development Program ◽  
Cost Benefit ◽  
Rigid Foam ◽  
Bird Droppings ◽  
Load Carrying ◽  
Pointing Accuracy ◽  
The Cost

A low-cost rigid foam-based concentrator technology development program was funded by the DOE SunShot Initiative to meet installed cost goals of $75/m2 vs. current costs of $200–250/m2. The cost reduction in this approach focuses primarily on designing a mirror module with a rigid foam center with stainless steel facesheets and reflective film. The low mechanical strength of the foam is compensated by optimizing the densities and dimensions to meet pointing accuracy requirements of 4 milliradians (mrad) in 27mph winds. Two alpha concentrators were built to validate the mirror module manufacturing process and one of them was accurate to 0.15 mrad RMS vs. the design requirement of 1 mrad RMS. To understand the lifetime reliability of the panels, fifteen 4-inch square samples were exposed to various environmental conditions including acid rain, bird droppings, thermal cycling, and the final results indicated no loss in reflectivity of 95%. UV testing will be performed in the next phase. Three mechanical structure options covering the range of large multi-faceted heliostats with diagonal load carrying elements, small single facet heliostats low to the ground and optimized truss-based deep structure designs were analyzed with FEA and analytically; results indicated a significant cost benefit (>2×) for the truss-based design over the other options. Other elements such as the controls, actuators were also considered in th analysis with vendor data. Cost trades were performed for heliostats ranging from 10m2 to 250m2. The results indicated a broad installed cost minimum around $113/m2 for heliostat sizes ranging from 80 m2 to 130 m2. Additional cost saving approaches will be considered in Phase 2 of the project.

Sign in / Sign up

Export Citation Format

Share Document